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WELL INSTALLATION AND INTERIM REMEDIAL ACTION REPORT <br />www.arcadis.com <br />FINAL_Forward CHCF (CDCR) Well Installation Report_10182024 <br /> <br />18 <br />6 Groundwater Extraction and Treatment System <br />Design <br />Groundwater extraction with ex-situ treatment and disposal is the proposed remedial approach for the portions of <br />the TVOC plume with concentrations of 25 µg/L or greater beneath the CDCR property. The proposed CDCR <br />GWET system design and implementation plan is described below. The implementation of this GWET system as <br />the IRA satisfies the requirements outlined in CAO R5-2017-0703 (RWQCB 2017), Item 3c, which addresses the <br />VOC plume mass beneath the CDCR property. <br />The proposed GWET system includes pumping groundwater from the CDCR intermediate WBZ at four extraction <br />wells (CDCR-EW-2 through CDCR-EW-5). Groundwater will be conveyed to a system compound located at the <br />CDCR property, and treated water will be piped to the existing infiltration basin located at Forward Landfill. The <br />proposed system layout is presented in Figure 8 and d etails of this system and its implementation are provided in <br />the following sections. <br />6.1 Technology Description <br />Groundwater extraction with ex-situ treatment is a commonly used remedial technology for the treatment of the <br />TVOC plume in groundwater beneath the CDCR property. The extraction of groundwater expedites the rate of <br />groundwater flushing throughout the target treatment zone and additionally creates hydraulic containment to <br />prevent further downgradient migration of impacted groundwater. Groundwater extraction maximizes contaminant <br />transfer between lower and higher permeability lithology and reduces overall remedial timeframes. Although the <br />groundwater flow velocity through lower permeability zones is significantly slower than through high permeability <br />zones, the primary mass flux mechanism through the secondary porosity is often still advection. Groundwater <br />extraction enhances the subsurface seepage velocity and pore volume exchange to increase contaminant mass <br />flux between the lower and higher permeability zones, thereby reducing the overall remedial timeframe. <br />Groundwater extraction is typically paired with an ex-situ groundwater treatment process to remove contaminant <br />mass from extracted groundwater before disposal. Granular activated carbon (GAC) adsorption is a treatment <br />technology often employed for the removal of VOCs from groundwater. GAC is a crude form of graphite that is <br />processed to have a highly porous structure and very high surface area available for VOC adsorption and is often <br />employed for the removal of VOCs from groundwater. <br />The treated groundwater will then be conveyed to an existing infiltration basin on the Forward Landfill property. <br />6.2 Design Strategy <br />The overall strategy of the IRA is to operate the GWET system with the extraction well layout discussed in <br />Sections 5.4 and 5.5 to provide hydraulic capture of the TVOC plume with concentrations of 25 µg/L or greater <br />beneath the CDCR property. <br />6.3 Basis of Design <br />Results from previous site characterization activities and extraction well pump testing activities were used as a <br />basis for the design for the IRA at the CDCR property. Common design elements include.